Photogrammetry is the science of determining 3D measurements from photography, normally by using aerial photography. One of the outputs from this is an Orthophoto, which is a ‘corrected’ 2D map to a uniform scale, without distortion that can be used for measurements in 2D.
Photogrammetry also produces 3D information in the form of elevations on maps. This was traditionally carried out with stereoplotters, however this has all but been replaced with 3D Photogrammetry Mapping software, such as Pix4D or Agisoft or DroneDeploy or others. The principle however, remains the same – they are based on determining the position of a point in multiple images. The images normally have significant overlap, often between 60% and 80% to provide the necessary accuracy.
The software plans an autonomous flight based on height, area, ground sampling distance (GSD) required, usually measured in cm/pixel and takes numerous photographs to generate the 2D orthomosaic and the 3D model.
Sample Orthomosaic over – Flown at 30m height and GSD 0.75cm/px.
Modern drones / quadcopters all rely on the general principles of flight;
On a quadcopter, two opposite propellers rotate clockwise and the other two opposite propellers rotate anti-clockwise – this provides stability to the drone. The propellers are very similar to aircraft propellers and are designed using basic aerodynamics principles to provide the most efficient lift for the particular drone. Flight is controlled through the speed of rotation of the each of the individual propellers (by way of individual propeller motors) and drones generally contain the following main components;
The first question to consider with any project is, what accuracy is required. Is Relative or Global accuracy required.
Relative accuracy is in relation to the specific project relative to that specific area but not referenced to a wider coordinate system. Global accuracy however, is referenced to a wider coordinate system such as WGS84 or ‘IRENET95’ ITM (Irish Transverse Mercator) also known as EPSG ‘European Petroleum Survey Group‘ :2157.
Relative accuracy can be provided by just a Total Station when using traditional methods or by a drone without ground control points. All points in the survey are relative to each other and can be assessed to an arbitrary height elevation. This may be suitable for small projects, single houses, small developments etc.
A Total Station requires a ‘line of sight’ to the target but can provide very accurate measurements. It can be as accurate as 5mm or better under the right conditions etc. Sometimes a GPS Rover is easier (and faster) to capture topographical features where a line of sight to Satellites is easier.
Global accuracy will position a point in a known coordinate system, either locally (eg. relative to Ireland) or to a world recognised system of eastings and northings (e.g. WGS84). A GPS Rover will provide Global accuracy and can be related to a recognised coordinate system, e.g. IRENET95 (EPSG:2157) for Ireland. Almost all drones are GPS referenced to WGS84 (latitude and longitude) and for Ireland these are converted to EPSG:2157, which is the coordinate system currently most used in Ireland.
If Global accuracy is required when drone surveying, this can be provided generally 3 ways;
Where drone technology is not suitable, more traditional methods are employed;
Video – Sample Pix4D model – 5min flight time at 30m altitude (AGL), taking 99 images (10Mb each) and processing in Pix4D. Produced in 12 hours.